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EROSION CONTROL NOTES:
<br /> Ll N
<br /> CI S�VE.ISTNEDDS,SECTION
<br /> TIOANCCWIDIRD6LCOUNTYOFSN I, E OSION AND SEDIMENT CONTROL PLAN FOR:
<br /> JONSTR MPROVEMfiMT MAINTAINED IN CCONDU I'.WRRENT EDITION
<br /> (OLTMER zoos). x \ q.,
<br /> I EROSION CONTROL BEST W WLEMENF PRACPCE$((OCT SHALLrOo Oo Oo GL1� DOO RADO 67RECTI
<br /> INSTALLED ANOuNNTNNED W. THE WET.SH L BE ANSI ITHROUW APRIL 30). SEDMENTCONTRW BYPA SHALL BE INSTAUtO AND
<br /> 3.o DRNNA E IN�MIMMEDumY DowNsneuN of WE Wam RGs CDeSAN JOAQUIN COUNTY, CA.AN "'S""BESEDIMENT �1C ROC ANO INLET FIETD BAGS,YEAR ROUND. NLET FILTER WE SILNLi R.A7. BK 28 PG 54 FOR DEWATERING SEE NOTE 1BE REMOVED FROM THE DRTHE C WLETS UPON ACCEPTANCE OF THEPUBLICC.BY WE COUNTY. /\ \.All SDMIu2ED CONSTRIwMN ACCESS LIX'AlIOHS sNAII F / \\\\ NOTES:
<br /> ONSiCENTEPERSTANDARDWHEREPVCE DRAINAGE INLET PROIELTIDN PER SD/IT-13 ETRAFFIC ENTERS M T. FAVID AREAS. ME SEABILI2ED ACCESS SHALLBEUNNTAWEO ON A YEAR ROUND OASIS UNTIL T COMPLETION OFLEGEND OO ONSTRUCTION. 1 11-11.WC�O,NG NLFT SEDIMENT CONTROL BAANIERE%IST.CONTOUR ONG t- -8\
<br /> 5.
<br /> ALL AREAS ST.ED WRWc ROTECTE Cl FROM
<br /> BY O A D TNG TIE O. \ a ROW DIRECTION SONSTRIICT STABILUED CONSIRUCTKRI SITE ACCESS PER VIL°INrIy �P
<br /> DR OTHER ALTMTIES,SNAIL BE PROTECTED FROu EROSION WRING KINE \e
<br /> WET SEASON(OCTOBER I THROUGH APRIL 30). HYgMSEED,IF UTILIZED, _ ,\' PROP SWALE
<br /> MUST BE PLNCEO BY SEPTEMBER 15. HYDROSEED PLACED DURING THE \
<br /> WET SEASON SMALL USE A SECONDARY EROSION PROTECTION.—D. I \�?, Q CONTI+ACTDR TO MAINTAIN A MAINTOMNCE LOG ON SITE
<br /> FOR POST CONNSIRUCTIOu PHASE HYDROSEED NL DSTURBED MEAS. Ir/ m \ �J�[5,'.`yry�(f WEES TO BE REMOVED AT ALL TIMES. NTS
<br /> 6.SENSTNE MEAS AND MEAS WHERE COSTING VEGETAFKIN 5 BEIM I tl ; `t ©WBI.LLL IT ROLLS AT TOE OF SLOPES PER CDI3(2)
<br /> PIT
<br /> SHALL BE PROTECTED WITH CONSTRUCTION FENCING SEDIMMI , S O PROPOSED PAO ELEVATION CALTRNTS CONSTRUCTION WIDE AND SPECIFIGTbN. EYP INSPECTION:
<br /> CONTROL BM%SEAL BE INSTALLED WHERE ACTNE CON WIN AREAS -I I ,x// \ OR NTM'`V WAFILE INSPECT BMP'S EVERY MONTH OR AS NEEDED.
<br /> GRAIN INTO SENSITNE OR PFSERvED VEGETATION AREAS I I `�1�1�F�� BWNDMY OF DISTURBED AREA
<br /> =I i\ ! E �• PLACE SILT FENCE AND FIBER Ral OS USE STRAW MULCH.SCIL BONDER OR EROSION CONTROL
<br /> P7.ERAIMENL—RE R(R BAGEE SHALL BE PLACED DINE PROJECT 1N FJ V p,A .\,• FORBILATER/ANTS IN C0 UNCYION WITH HYDROSEEOING
<br /> (EAVES THE PROTECT.ALONG THE P CONTROL J d�' +y G�TEMPORATS PROTECTION k POST CONSTRUCTION M Non,
<br /> GAP,
<br /> SHALL BE INNTNNED YEAR ROUNG UNTIL WE
<br /> CONSTRUCTION b J 3 REED— I-NO STOCK PRE OR STAGING A—ENT TO ANY
<br /> COMPLETE OR THE DRAINAGE PATTERN HAS BEEN CHANGED AND NO 1 O HYDROSEEDING MAY BE USED ALONE ONLY WHEN THERE SENSITIVE NGS.
<br /> LONGER LEAVES THE SITE. 4 \,i9\ 5 SUFFICIFM TME TO ENSURE ADEWATE VEGETATION 2-EFFECiNE EROSION CONTROL BMP'S SHALL BE
<br /> BEFORE DHE START OF RAINY SEASON.
<br /> 8.THE FOLLOWING MEAS ARE TO RECENE HYDROSEEgNG OR OTHER $CALLED PRIOR TO ANY STORM EVCNR.
<br /> EROSON CONTROL / , n ©INSTAL SILT FENCE PER SD/I1-5
<br /> LOT FROM YARDS BEHIND THE SIDEWALK-THE FIRST 18 FEET M TOP .�✓,/'_ (NST ALTERNATE CONSTIMCTON
<br /> OF SCOPE(WHICH EVER IS GREATER) I (d / .T�\ ` v> ON
<br /> CE PROTECDONO Oj PVAE CONCRETE WA51bUT PER 50/I1-fi PERSON RESPoNSIBLE FOR
<br /> SIDEYAROS BEHIND THE SIDEWMIt-THE FIRST 7.5 FEET OR TOP OF ;I \ W 1 PFA 11- B OUST CONTROL WILL BE HANDLED WITH A WATER TRUCK IMPLEMENRNG THE SWPPP
<br /> SLOPE(WHIOHLVER IS GREATER). A
<br /> SLMES-ALL SLOPES GREATER THw ID:I USE SEDIBASW OR SEDIMENT TRIP DURING WE
<br /> --FG--FG ACI.DISTURBED NGS. Da� GY.t O RMENT OUGH GRADING PROCESS TO INTERCEPT MO OETNN NyIE;
<br /> FAOSwu AND SEDMF 1T CONTROL YFASITPf.S FOR THIS PROTECT SF—VDD(RUNOFF TO AUGUR THE SEGMENT TO
<br /> SHLLL BE IN SUBSTNRIAL CCMPUMCE AT ALL TINES WITH WE PTHONf: (WORK)
<br /> STORNWATER POLLUTION PREVENTION PLCO(SWPPP)PREPARED FOR WE K
<br /> PROTECT IN ACCORDANCE WITH WE STATE OF CALIFORNU.GENERAL INSTALL ALTERNATE TRUCTON € ®CERINN BOR TYPES(E.G.COLLOIDAL SOILS)MAY
<br /> CONSTRULTON PERMR. WR PERMIT REWIRES TINT WE SWPPP BE KEPT ENTRANCE PROTECDW 2 I A "'!y\ HOMY OF DISNRBED REWIRE IMPLEMENTATION OF ADDITIONAL TREATMENT
<br /> M TO DATE TO REF LEM THE CLANGING SITE CONOTTIONS AND THE—PP (TAP.)PER 11-1 1 1875 ACYOTAL MEASURES.STORM WATER RUNOFF TROY BLIES
<br /> 0 BE AVAILABLE ON SIE AT ALL TINES FOR RENEW BY STAIE ANG I I l RACE FIBER ROLL CONTAINING
<br /> NAOVE A IMPORT UN BOILS THAT GALL UNDER
<br /> LOLL INSPECTORS. / DR SILT FENCE THI
<br /> 10-WATER TRUCKS ARE TO BE USED FOR COST CONTROL GTEOORY:REWIRE THE RENWIl OF CWLdDLL !DISTURBED AREA m 3.67
<br /> AC
<br /> SUSPENSIOuS BEFORE gSCHNXGE.
<br /> EFDSION CONTROL BMP'S SHALL BE IN PLACE PRwR CNT-1104 C.Y.
<br /> DRAINAGE INLETS IN PUBLIC ROW AND DRAINAGE EASEMENTS H ©Ia—STORM EVENTS. FILL-8774 C.r.
<br /> SHALL HAVE A PERNMENT STORM GRN MESSAGE NO DUMPING-FLOWS TO HFF}},�II
<br /> CREEK'OR OTHER APPRDND MESSAGE CONSSTANT NICO SECTION B-I. C T. ®FOR DEWATERING OF THE SITE,PUMP WE WATER
<br /> M ROM.V£M N SI11-IOA AND II-IOB OF WE COUNTY OF SM JMWIN BOUNDARY M R G0 I 1 1 \ \ 'A\ GT R.VHWE aA MYEL FILTER AND THAN TO GOWNSTRGM POST CONSTRUCTION CONTROL MEASURE COMPLWJCE
<br /> MEA:1875 CTOTAL I HEREBY CERTIFY THAT THE POST CONSTRUCTION CONTROL
<br /> DRAIlIAGE NOTES: PLACE ROLL \ ® ACE 20'x15'%2'DEEP INSIDE DIM.SEDIMENT TRIP PER MEASURESWERE CONS RUCTED AS SHOWN ON THE
<br /> GR FENam `j\ Psro 11-z
<br /> 1-ALL CONSTRUCTION AND MATERIALS FOR DRAINAGE SHALL BE IN ACCORDANCE MW r1, �`\ PUNS APPROVED Bt'THE COUNTY OF SACRAMENTO
<br /> THE GTEST EDITION OF WE COUNTY OF SAN JOAGUIN IMPROVEMENT STANDARDS AND
<br /> L BMP'S WILL BE 4AWTNNm REOUIMLEY PROJECL NANMA2
<br /> STMDMO CONSTRUCTION SPECIFICATIONS WHERE DISCREPANCIES EMST,APPROPRIATE ° Q l L �`, BEFORE OURWG AND LATER EDORE EYFM.
<br /> NOTES$HALL BE AUOEO TO WE PW15,IANING PFCEDO1cE OYER THE STANDARD bd E' `� ®PNCE FIRER ROLL AROUND CIF STOCKPILES AND COVER VGlODR RCPREYNTATNE
<br /> 2-WEUCTIGUW SPEOFIC1BEGUI B
<br /> 2-SHIT Y YUAN COYER OARING MERITS DURING CONSTRUCTION FOR 1EMPMARY y I t Q \ W PIASIIC. BADE:
<br /> CONSTRUCTION—CUE LOADING SHALL BE 1-iEET FOR METAL AND PLASTIC PIPE,MO ) A PLACE PROTECTIVE FENCEING AROUND WE FIOGD PION
<br /> 3-FEET FOR REINFORCED CONCRETE PIPE.
<br /> 3-THE CONTRACTOR SHALL PLACE THE PROPER STRENGTH PIPE IF WENCH CWDIRONS / ) OL \ Y 'B AREA.'HIO STCOKPILE OR STAGING WITHIN WS AREA'
<br /> DESIGN TRENCH. �• '
<br /> 4N DRAINAGE IN POMC ROW AND DRAINAGE EASEMENTS SHALL CONFORM TO WE I- I IA` \ v\ \ ©AND BASEEOOF STOCKPILESROLL ON P AND TOE M ALL SLOPES
<br /> S'r NAME ADDRESS TELEPHONE
<br /> ORNxAFE PIPE MATERIAL SHALL CONFORM TO SECTION M AND SECTION 50(—DING -L �\ Q>',{P'p KIP
<br /> 50-20,WHICH IS NOT ALLOWED)OF THE STANDARD CONSTRUCTION SPECHGAnWi I^ `Q q\ RocY 26228 INDUSTRIAL BLVD.
<br /> MANAGE MANHOLES SHALL CONFORM TO SECTION 39 OF WE STANDARD CONSSRUCTON c l / `` (510)754-2744
<br /> SPEGFICADONS. C DHILLON HAYWARD, CA 94545
<br /> 5--1WC OF DRAINAGE SYSTEMS I ".� PTTGPDem
<br /> DRAWAGE IN IN.—ROW AND MANAGE EASEMR—SHALL CWFORY TO WE FOLLONNG: LW FENCE BMP INSTALLATION SCHEDULE
<br /> DRAINAGE PIPES INCLUDING DRAIN INLET LATERALS,SHALL BE TESTED IN CONFORMANCE
<br /> WTH B L \
<br /> SECTION 3B-1D OF WE STANDARD CONSIRUCTON SPECIFICATIONS. PHASE M EROSION AND SE INDENT CONTROL MEASURES BAP INSTAWTION sCHEDOLE
<br /> STORY MAIN MANHOLES SHALL BE TESTED W CONFORMANCE WN SECTION 39-I.D2 M ee9 ^ N CMKTRUCIION (WET k ORY SEASON)
<br /> WE STANDARD CONSTRUCTION SPECIFICATIONS 2R „O { ./- g 1 PHASE M EROSION AND SFDIMEM
<br /> -REMENT CON—TORS,W CONFORMANCE MW SECTION 39-z.Cz MD STD DWG 9-7A .APpa1 +/ •.,e \ tl FTBM DusT / RIMEL SIT DRAIN saexMEo MATENAL a cox ASE O ox coNTAW ION AND
<br /> (WET SGSOH>
<br /> QF WE STANDARD CONSTRUCTION SPECIFUCATIONS,ARE REWIRED BETWEEN PRE-CAST 1 ROLLS CONWOL fENCIN6 BAG BNt ERS INLET CONSTRLMTIOx WASTE O"POSAL
<br /> MANHOLE AND PIPE AND BETWEEN PRE-CAST MOP NUT AND PIPE WATER STOPS ARE s{y '/ \ + /O PROTECTION ENRMCE IDCAIION NYDROSEEO RO/ BLAMER
<br /> REWIRED FOR PIPE TO CAST-IN-PGCE YANHOLE/DROP NUT CONNECTIONS. 9 ,F�,Ay' °/+\'�y\ / \ �O PRE-GRAINNG x x MULCHING GEOTE%II6
<br /> 7_
<br /> ERGSWN CONTRW STRUCTURES(SM DWG 9-27)SHALL BE CLAM B CONCRETE,NOT 15 ��i� /+�f\ • x
<br /> MW1E0 COBBLE 1�\ + 'l 'y PRE-EARTHING
<br /> 8-ALL DRAINAGE WHETS IN PUBLIC ROW AND DRAINAGE EASEMENTS SHNL HAVE A fFF� OJ CUT 4 FILL x x x
<br /> PERMANENT SIMM DRAIN MESSAGE No DUMPING-FLOWS TO CREEK"M OTHER J AI .(, i p \ WNSUNCTION x
<br /> APPROVED MESSAGE CONSISTENT WITH SECTION—SH AND STD.DOGS 9-15A ANDa - CUD A FILL
<br /> /! (�\ UNDERGROUND CONSTRULOON x x
<br /> 9-358 OF WE SACRAMENTO COUNTY IMPROVEMENT STANDARDS. I H 'F 1�$ WORK x x x x x
<br /> NNER,AT OWNER'S SOLE COST AND EXPENSE.SHALL MAINTAIN THE PRIVATE �d�(7 T UNDERGROUND
<br /> MANAGE PIPO-NE W Goo WRKINC ORDER AND REPAIR COMMENSURATE NSW WE 1 Y i� a\�-.\ x x x x x x
<br /> CWNTYS SLANOMDS FOR SMILAR DRAINAGE PIPELINES SUCH THAT WATER FLDWS FREELY L \ INPRCRCNEYENR /1 /` x WCM x x
<br /> THRWCH WE SYSTEM AB AND Y.HM WEATHER EVENTS OR OTHER SOURCES OF SUFACE S \ \ STM4 ORNN x. x
<br /> WATER RUNOFF OCCUR,OWNER SHALL AT ALL TIME TAKE ALL NECESSARY ACTION TO KEEP \� SDPFET x x x x x x IWROVFNFNR
<br /> THE DRNNACE PPEUNE FREE FROM DEBRIS,TRASH FOLIAGE AND ANY OTHER OBSTRUCTION }� ' / WPRgrEYENTS x
<br /> PE FORMMNICH A ANYRUELOGTIWPIPELINERMWE WATER.PEDE OR CHANGE WE I'LOW OF DRAINAGE PIPNE PURSUANT TOWE STANDARDf �8I PAVE OUT x x x x MPROyEMEN}5 x x
<br /> SPECIFICATIONS M THE COUNTY SHOULD RELOCATION BE NECESSARY WE TO PIPE FAILURE PAVE OIR
<br /> M BLOCKAGE,AS DETERMINED NECESSMT BY WE COUNTY. _
<br /> 10-ALL DRAINAGE IMETS IN PTBLC ROW AND DRAINAGE EASEMENTS SHALL HAVE A Z I� T x x x x x x
<br /> PERMANENT STORM MN MESSAGE'NO DUMPING-ROWS TO CRECK'M OWCP APPROVED ( �r Ss�,, LMSIPUCTW
<br /> MESSAGE CONSISTANT WTH SECTION 9-1W AND STD.DOGS 11-10A AND 11-08 M WE 6' 8a1 p,- OONS�gUGTON x x
<br /> CWNIY M SAN JOIOUIN IMPROVEMENT STANDARDS. 3 2 MNNIENNICE WEEKLY WEFMY WEDeT
<br /> I I Ay$ J.M'A9N4 DAILY DAILY WEIXLv pNLY
<br /> mNo DESCRIPTION BENCH MARK Submitted By: 5 RCE}0660
<br /> o B.M%113 BLV.14'30 ,am a' MJM ENGMERING F&OSION AND SEDM%NT CONTROL PIAN FO& B°°°`1"=50' MMM SHEET NO.
<br /> ch.°.b B,
<br /> KRIS STAMPED'P1413 19er 0.45 YL "nF9A.0 slos se..A CIMen P. 6800 EL�Q��DO������ MJM 3
<br /> to ONG FRENCH CHIP R61D fROY PoST GmnBR Ory.Ca.95]16 OP
<br /> OFFICE O RR CROSS WG IN FEET NE,51.5 Tel.(91fi)791-2131 °it"SEPT., 2018
<br /> d W M W R.VL 29.9 N M PgYER m)me°MOall.rut SAN JOAQUIN County, Calffor1I1B, oh NP.
<br /> ar Jean YRNe,R.—30880 16-088
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